Experimental study on relationship between fracture propagation and pumping parameters under constant pressure injection conditions
Field monitoring of hydraulic fractures is currently expensive, and the recorded data is often
limited to reflect fracture networks, implying the necessity of utilizing additional evidence to …
limited to reflect fracture networks, implying the necessity of utilizing additional evidence to …
Extension of discontinuous deformation analysis and application in cohesive-frictional slope analysis
Y Zhang, Q Xu, G Chen, JX Zhao, L Zheng - International Journal of Rock …, 2014 - Elsevier
This paper extends the discontinuous deformation analysis (DDA) by using an additional
evaluation of edge-to-edge contact, with the aim that it can be used to accurately model the …
evaluation of edge-to-edge contact, with the aim that it can be used to accurately model the …
Numerical modelling of the 2008 Wenchuan earthquake-triggered Daguangbao landslide using a velocity and displacement dependent friction law
Y Song, D Huang, D Cen - Engineering Geology, 2016 - Elsevier
Dynamic friction degradation of the sliding surface in large earthquake-triggered landslides
is widely assumed, especially for high-speed and long run-out landslides. But there are few …
is widely assumed, especially for high-speed and long run-out landslides. But there are few …
Rapid sliding and friction degradation: lessons from the catastrophic Vajont landslide
JP Ibañez, YH Hatzor - Engineering Geology, 2018 - Elsevier
We use the numerical, discrete element, Discontinuous Deformation Analysis (DDA) method
to study velocity-distance evolution of the catastrophic Vajont landslide using a newly …
to study velocity-distance evolution of the catastrophic Vajont landslide using a newly …
Application of the numerical manifold method to model progressive failure in rock slopes
The present study develops the numerical manifold method as a tool to investigate the
progressive failure in rock slopes. The entire processes of the progressive slide surface …
progressive failure in rock slopes. The entire processes of the progressive slide surface …
Improvement of DDA with a new unified tensile fracture model for rock fragmentation and its application on dynamic seismic landslides
M Xia, G Chen, P Yu, X Peng, J Zou - Rock Mechanics and Rock …, 2021 - Springer
Discontinuous deformation analysis (DDA) method is a discrete element method, presenting
a great advantage in modelling deformation and rigid body movements, and it is also an …
a great advantage in modelling deformation and rigid body movements, and it is also an …
Discontinuous deformation analysis with distributed bond for the modelling of rock deformation and failure
Fracture and fragmentation of rock under various loadings or in multi-field conditions are
important topics in many rock engineering scenarios. Numerical tools are commonly applied …
important topics in many rock engineering scenarios. Numerical tools are commonly applied …
Computation of the safety factor for slope stability using discontinuous deformation analysis and the vector sum method
X Fu, Q Sheng, Y Zhang, J Chen, S Zhang… - Computers and …, 2017 - Elsevier
This study introduces the vector sum method into discontinuum-based methods by
considering the sliding vector and the stress state of the discrete block system. The sliding …
considering the sliding vector and the stress state of the discrete block system. The sliding …
An improved three-dimensional spherical DDA model for simulating rock failure
In this paper, a discontinuous numerical model, namely SDDARF 3D (three-dimensional
spherical discontinuous deformation analysis for rock failure), is proposed for simulating the …
spherical discontinuous deformation analysis for rock failure), is proposed for simulating the …
Deformation and stability of a discontinuity-controlled rock slope at Dagangshan hydropower station using three-dimensional discontinuous deformation analysis
K Ma, G Liu, L Guo, D Zhuang, DS Collins - International Journal of Rock …, 2020 - Elsevier
The right bank slope of the Dagangshan hydropower station has undergone large
deformation during excavation, which may continue to increase and cause slope instability …
deformation during excavation, which may continue to increase and cause slope instability …